JPH08201214A - Shear soil-box - Google Patents
Shear soil-boxInfo
- Publication number
- JPH08201214A JPH08201214A JP7034225A JP3422595A JPH08201214A JP H08201214 A JPH08201214 A JP H08201214A JP 7034225 A JP7034225 A JP 7034225A JP 3422595 A JP3422595 A JP 3422595A JP H08201214 A JPH08201214 A JP H08201214A
- Authority
- JP
- Japan
- Prior art keywords
- soil
- frames
- box
- frame
- shear
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、軟弱地盤の大地震時の
地盤性状と、大地震時の地盤の構造物に対する影響を把
握するため、遠心場の模型地盤の振動実験に用いられる
剪断土槽に関するものである。BACKGROUND OF THE INVENTION The present invention relates to a shear soil used in a vibration test of a model ground in a centrifugal field in order to grasp the ground properties of a soft ground during a large earthquake and the influence on the ground structure during a large earthquake. It is about the tank.
【０００２】[0002]
【従来の技術】軟弱地盤の大地震時の地盤性状や地盤の
構造物に対する影響を把握するため、遠心装置に模型を
載置して実験を行うことがある。遠心装置を用いると、
模型に高重力場を載荷できるので、重力場に対応させた
小さい寸法の模型の振動実験により地震時の実際の地盤
の現象をほぼ再現できる。2. Description of the Related Art A model is sometimes placed on a centrifuge to carry out an experiment in order to grasp the influence of the soft ground on the ground properties and the structure of the ground during a large earthquake. With a centrifuge,
Since the high gravity field can be loaded on the model, the actual ground phenomenon at the time of an earthquake can be almost reproduced by the vibration test of the model having a small size corresponding to the gravity field.
【０００３】[0003]
【発明が解決しようとする課題】しかしながら、実地盤
の現象を再現するためには、模型寸法が小さいので、地
盤の容器である剪断土槽の影響をできるだけ小さくする
ことが望まれる。However, in order to reproduce the phenomenon of the actual ground, since the model size is small, it is desirable to minimize the influence of the shear soil tank which is the ground container.
【０００４】本発明は、このような要望に鑑みてなされ
たもので、その目的とするところは、摩擦係数を小さく
して、地盤の動きに追随できるようにし、重量の軽い剪
断土槽を提供することにある。The present invention has been made in view of such a demand, and an object thereof is to provide a shear soil tank having a small friction coefficient so that it can follow the movement of the ground and a light weight. To do.
【０００５】[0005]
【課題を解決するための手段】前述した目的を達成する
ために本発明は、上下面に金属プレートが設けられた接
着方式で組立てた軽量かつ変形に対する剛性を有する枠
上のフレームの前記金属プレート間に、ベアリングを介
して前記フレームを複数個重ねて台上に載置し、前記フ
レーム内に土を入れて、前記台を振動させることを特徴
とする剪断土槽である。SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the present invention relates to a metal frame of a frame on a frame which is assembled by an adhesive method in which metal plates are provided on upper and lower surfaces and which has rigidity against deformation. A shear soil tank characterized in that a plurality of the frames are superposed on each other via bearings and placed on a stand, and soil is put in the frame to vibrate the stand.
【０００６】[0006]
【作用】本発明では、上下面に金属プレートが設けられ
た枠上のフレームの前記金属プレート間に、ベアリング
を介して前記フレームを複数個重ねて台上に載置するの
で、各フレーム間の摩擦が極めて小さくなる。フレーム
は加工精度の高い接着方式を採用しているので、平面を
保ち摩擦を小さくできる。重力場でのフレームの変形の
影響が生じないように十分な剛性を有する断面性能の軽
量な部材が採用されている。以上により、精度の高い震
動実験が可能になる。According to the present invention, since a plurality of the frames are stacked and mounted on the stand through the bearings between the metal plates of the frame on the frame provided with the metal plates on the upper and lower surfaces, the space between the frames is increased. Friction is extremely small. Since the frame uses a bonding method with high processing accuracy, it maintains a flat surface and reduces friction. A lightweight member having a sufficient cross-sectional performance is adopted so that it is not affected by the deformation of the frame in the gravitational field. With the above, a highly accurate vibration test becomes possible.
【０００７】[0007]
【実施例】以下、図面に基づいて本発明の実施例を詳細
に説明する。図１は、本発明の１実施例に係る剪断土槽
１の斜視図である。剪断土槽１は、枠状のフレーム５が
複数重ねられ、台３上に載置される。剪断土槽１内には
土７が装填される。台３には注水口９が設けられ、注水
口９から剪断土槽１内の土７に水が供給される。この水
は地盤内における地下水を模擬している。台３は遠心装
置（図示せず）に取り付けられ、図１に示すＡ方向に加
振される。Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 is a perspective view of a shear soil tank 1 according to an embodiment of the present invention. A plurality of frame-shaped frames 5 are stacked on the shear soil tank 1 and placed on the table 3. The soil 7 is loaded into the shear soil tank 1. A water injection port 9 is provided in the table 3, and water is supplied from the water injection port 9 to the soil 7 in the shear soil tank 1. This water simulates groundwater in the ground. The table 3 is attached to a centrifuge (not shown) and is vibrated in the direction A shown in FIG.
【０００８】図２はフレーム５の斜視図、図３は図２の
Ｂ部の拡大図、図４は図２のＣ−Ｃ断面図である。フレ
ーム５は図４に示すように、アルミニウム製の角パイプ
１５ａ、１５ｂを接着剤で接着したものである。接着剤
としては例えば、セメダインハイスーパーのエポシキ２
液混合型を用い、この接着剤の引張り強度は２００kgf/
cm2 であり、剪断強度は１００kgf/cm2 である。FIG. 2 is a perspective view of the frame 5, FIG. 3 is an enlarged view of portion B in FIG. 2, and FIG. 4 is a sectional view taken along line CC of FIG. As shown in FIG. 4, the frame 5 is made of aluminum square pipes 15a and 15b bonded with an adhesive. Examples of adhesives include Cemedine High Super Epoxy 2
Using liquid mixture type, the tensile strength of this adhesive is 200kgf /
cm 2 and the shear strength is 100 kgf / cm 2 .
【０００９】フレーム５の上下面のそれぞれ６カ所に焼
き入れした金属プレート１１を取り付ける。また、土が
こぼれるのを防ぐためのガイドプレート１７を角パイプ
１５ａ、１５ｂ上に設ける。そして、各フレーム５の金
属プレート１１の間にローラーベアリング１３を設けて
フレーム５を積み重ねる。そして、台３を遠心装置（図
示せず）に取り付けて加振する。Hardened metal plates 11 are attached to the upper and lower surfaces of the frame 5 at six positions respectively. Further, a guide plate 17 for preventing soil from spilling is provided on the square pipes 15a and 15b. Then, the roller bearings 13 are provided between the metal plates 11 of each frame 5 to stack the frames 5. Then, the table 3 is attached to a centrifugal device (not shown) and vibrated.
【００１０】本実施例では、各フレーム５は金属プレー
ト５の間にローラーベアリング１３を介して重畳されて
おり、各フレーム５間の摩擦は極めて小さくなり、剪断
土槽１は地盤の動きに極めて敏感に追随する。また、角
パイプ１５ａ、１５ｂを接着剤で接着させ、加工工程に
伴う変形の影響を減少させることにより、フレーム５の
平滑度を保ち、また所定の剛性を満足させることができ
る。このように既存の角パイプ１５ａ、１５ｂを組み合
わせて軽量且つ剛性のある剪断土槽１を提供することが
できる。In this embodiment, the frames 5 are superposed between the metal plates 5 via the roller bearings 13, the friction between the frames 5 is extremely small, and the shear soil tank 1 is extremely movable in the movement of the ground. Follow sensitively. Further, the square pipes 15a and 15b are adhered with an adhesive to reduce the influence of deformation caused by the working process, so that the smoothness of the frame 5 can be maintained and a predetermined rigidity can be satisfied. Thus, the existing square pipes 15a and 15b can be combined to provide the lightweight and rigid shear soil tank 1.
【００１１】[0011]
【発明の効果】以上、詳細に説明したように本発明によ
れば、地盤の動きに追随でき、重量の軽い剪断土槽を提
供することができる。As described above in detail, according to the present invention, it is possible to provide a shear soil tank which can follow the movement of the ground and is light in weight.
【図１】 本発明の１実施例に係る剪断土槽１の斜視図FIG. 1 is a perspective view of a shear soil tank 1 according to an embodiment of the present invention.
【図２】 フレーム５の斜視図FIG. 2 is a perspective view of the frame 5.
【図３】 図２のＢ部の拡大図FIG. 3 is an enlarged view of part B of FIG.
【図４】 図２のＣ−Ｃ断面図FIG. 4 is a sectional view taken along line CC of FIG.
１………剪断土槽 ３………台 ５………フレーム ７………土 ９………注水口 １１………金属プレート １３………ローラーベアリング １７………ガイドプレート 1 ………… Shearing soil tank 3 ………… Stand 5 ………… Frame 7 ………… Soil 9 ………… Water injection port 11 ………… Metal plate 13 ………… Roller bearing 17 ………… Guide plate
───────────────────────────────────────────────────── フロントページの続き (72)発明者 安達 直人 東京都調布市飛田給二丁目19番１号 鹿島 建設株式会社技術研究所内 (72)発明者 内藤 幸雄 東京都調布市飛田給二丁目19番１号 鹿島 建設株式会社技術研究所内 (72)発明者 青木 保夫 東京都東大和市立野３−1293−10 グリー ンタウン３−716 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Naoto Adachi, Inato, Naoto Adachi, 2-1-1, Tobita, Chofu-shi, Tokyo Inside Kashima Construction Co., Ltd. (72) Inventor, Yukio Naito 2-1-1, Tobita, Chofu, Tokyo Kashima Construction Co., Ltd. Technical Research Institute (72) Inventor Yasuo Aoki 3-1293-10 Tateno, Higashiyamato-shi, Tokyo Green Town 3-716
Claims (3)
のフレームの前記金属プレート間に、ベアリングを介し
て前記フレームを複数個重ねて台上に載置し、前記フレ
ーム内に土を入れて、前記台を振動させることを特徴と
する剪断土槽。1. A plurality of the frames are stacked via a bearing between the metal plates of a frame on which a metal plate is provided on the upper and lower surfaces and placed on a stand, and soil is put in the frame. And a vibrator for vibrating the table.
に軽量な金属角柱が接着されたものであることを特徴と
する請求項１記載の剪断土槽。2. The shear soil tank according to claim 1, wherein the frame is made of light-weight metal prisms bonded so that upper and lower surfaces thereof are kept flat.
請求項１又は２記載の剪断土槽。3. The shear soil tank according to claim 1, wherein water is injected from the table.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7034225A JPH08201214A (en) | 1995-01-31 | 1995-01-31 | Shear soil-box |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7034225A JPH08201214A (en) | 1995-01-31 | 1995-01-31 | Shear soil-box |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08201214A true JPH08201214A (en) | 1996-08-09 |
Family
ID=12408213
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7034225A Pending JPH08201214A (en) | 1995-01-31 | 1995-01-31 | Shear soil-box |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08201214A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108426693A (en) * | 2018-02-13 | 2018-08-21 | 建研地基基础工程有限责任公司 | A kind of assembled lamination shearing case |
| CN108489693A (en) * | 2018-02-13 | 2018-09-04 | 建研地基基础工程有限责任公司 | A kind of assembled model clay case of simulation Visco-spring Boundary |
| CN109141789A (en) * | 2018-07-17 | 2019-01-04 | 同济大学 | A kind of shear model box of the adjustable natural frequency of vibration |
| CN109186907A (en) * | 2018-08-20 | 2019-01-11 | 武汉理工大学 | A kind of double direction shear case for multi shaker test |
| CN109211501A (en) * | 2018-07-17 | 2019-01-15 | 同济大学 | A kind of two-way changeable large-scale stacked in layers formula shear model box |
| CN109322656A (en) * | 2018-11-09 | 2019-02-12 | 中南大学 | Multiple spot Research on Shaking Table for Simulating underground structure non-uniform method connects system with model casing |
| CN109632228A (en) * | 2019-01-12 | 2019-04-16 | 天津大学 | A kind of equivalent shear beam model casing system of controllable wall stiffness |
-
1995
- 1995-01-31 JP JP7034225A patent/JPH08201214A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108426693A (en) * | 2018-02-13 | 2018-08-21 | 建研地基基础工程有限责任公司 | A kind of assembled lamination shearing case |
| CN108489693A (en) * | 2018-02-13 | 2018-09-04 | 建研地基基础工程有限责任公司 | A kind of assembled model clay case of simulation Visco-spring Boundary |
| CN108489693B (en) * | 2018-02-13 | 2019-12-24 | 建研地基基础工程有限责任公司 | Assembled model soil box for simulating viscoelastic boundary |
| CN109141789A (en) * | 2018-07-17 | 2019-01-04 | 同济大学 | A kind of shear model box of the adjustable natural frequency of vibration |
| CN109211501A (en) * | 2018-07-17 | 2019-01-15 | 同济大学 | A kind of two-way changeable large-scale stacked in layers formula shear model box |
| CN109186907A (en) * | 2018-08-20 | 2019-01-11 | 武汉理工大学 | A kind of double direction shear case for multi shaker test |
| CN109186907B (en) * | 2018-08-20 | 2020-08-04 | 武汉理工大学 | Bidirectional shearing box for multi-vibration table test |
| CN109322656A (en) * | 2018-11-09 | 2019-02-12 | 中南大学 | Multiple spot Research on Shaking Table for Simulating underground structure non-uniform method connects system with model casing |
| CN109632228A (en) * | 2019-01-12 | 2019-04-16 | 天津大学 | A kind of equivalent shear beam model casing system of controllable wall stiffness |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Zeng et al. | Design and performance of an equivalent-shear-beam container for earthquake centrifuge modelling | |
| EP0711987B1 (en) | Shaker apparatus and method | |
| JPH08201214A (en) | Shear soil-box | |
| CN103270429B (en) | There is the seismic shock device of composite base plate | |
| JP2006049384A (en) | Gantry xy stage | |
| AU2003246424A1 (en) | Method of manufacturing of a monolithic silicon acceleration sensor | |
| CN106128285A (en) | A kind of masonry structure building Seismic mechanism shows model | |
| Singh et al. | Large amplitude free vibration of simply supported antisymmetric cross-ply plates | |
| JPS55122227A (en) | Support structure of magnetic head | |
| CN201660322U (en) | Absorption device for metal plates | |
| CN105142066B (en) | Vibration-damping speaker system | |
| JP4319392B2 (en) | slider | |
| JP2000081081A (en) | Slider | |
| JPS5863299A (en) | Speaker giving approximately even driving force to entire surface of plane diaphragm | |
| CN208052392U (en) | A kind of automatic loading and unloading device of cast film machine | |
| JPH03249443A (en) | Microvibration mass damper | |
| JP3562711B2 (en) | Sliding bearing for seismic isolation | |
| JP2000081082A (en) | Slider | |
| JPH0221736B2 (en) | ||
| JPH04111811A (en) | Laminate layer rubber containing visco-elastic material | |
| JP3282801B2 (en) | Seismic isolation bearing | |
| CN206202943U (en) | A kind of silicon chip packaging structure | |
| JPH0979321A (en) | Conical stacked rubber isolator | |
| Banks et al. | PDE-based methodology for modeling, parameter estimation and feedback control in structural and structural acoustic systems | |
| JPH01178682A (en) | Earthquake-proof wall |